HomeMy WebLinkAboutSWG2023-00506 - SWG Application / Design - 11/29/2023 MASON COUNTY 4 15 N 6TH STREET SHELTON, ,E 96684
SHELTON'.360-427-969670 EXT 400
BELFAIR'.360-275-4467,EXT 400
Public Health & Human Services ELMA.360482-5269,EXT 400
4 FAX 360427-7787
On-Site Sewage System Permit: SWG2023-00506
APPLICANT BILL MCTURNAL Phone: 360-866-4594
Address. PO BOX 1768 WESTPORT, WA 98595
OWNER NOT SUPPLIED Phone:
Address: UNKNOWN UNKNOWN, XX 00000
SEPTIC DESIGNER Jim Hunter Phone: 360-753-1226
Address: PO Box 162 OLYMPIA, WA 98507
Site Address: XXXX W Kamilche Ln
Primary Parcel Number: 319074400041
Permit Description: 3-bedroom pressure system
Permit Submitted Date: 11/29/2023
Permit Issued Date: 01/05/2024
Issued By: David Anderson
Current Permit Fees Paid: $525.00 hdd.lo,al teee may IN,renn-d opoo Inatallaron at eYol.m).
Permit Expiration Date: 12/22/2026 (based on date of nspearon)
Permit Conditions:
1 Proposed development subject to zoning requirements and approval by the planning
department staff per Mason County Title 17.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
3 Drainfield installation not to exceed designed upslope and downslope depth specified on
design form.
4 Installer is responsible for obtaining Mason County installation approval prior to backfill of
system components.
5 Installer is responsible for obtaining Septic DesignerlEngineer installation approval prior to
backfill of system components.
6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call:
360-427.9670, extension 400.
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_. OFFICIAL usE ONLY
MASON COUNTY PUBLIC HEALTH °ATE°-`L"` _ Z '2
-ONCE SE GE SYSTEM APPLICATION a.TF _ So
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DEC 1 5 pp99 alsN @sIEEuBId]al SHOP,NA 98584 "
SMM 360 ]-96I0 Ext400 Belhlr'36UDS M146I eet 400 SWG ;I' -0c) W O
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RECEIVED Z y
APPUCnT vI.oNE
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BILL MCTURNAL 360 8280-2236 m m
MAILING ADDRESS,STREET Cln,STATE LP LOGE r-
PO BOX 1768 WESTPORT WA 98595 c
SITE ADDRESS STREETGln AT CODE
013
W KAMILCHE LN SHELTON WA 98584 A
NAME OF DESIGNER 'DONE
JIM HUNTER 360 753-1226 �U
NAME OF INSTALLER PEACE
CHEGKALL APPLICABLE ITEMS DRINKING N/ATER SOURCE I.�.
N EW(TOASTY OPTION ElRV NO LEI NG TANK ONLY &IN PRIVATE I NDIVIDUAL WE L L G
N
❑ REPLACEMENT SYSTEM ❑ INSTALLATION PERMIT ONLY ❑ PRIVATE TWOPARTY WELL 0
❑ TABLE 9 REPAIR Of SINGLE FAMLLY ❑ COMMUNITY:PUBLIC WATER SYSTEM Z III
❑ TANKS)ONLY ❑ COMMERCIAL SYSTEM NAME.
❑ UPGRADE TO EXISTING ❑ OTHER'. BEOROONIF LO114E
❑ EXISTING FAILURE "1—.CD.z«rnv.ew4=e 3 2.23 ACRES
m.eumManam.:^
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9wECTIDNs To BrtE-EE SPECIFIC AND aomsE of ANY NEEDED INFORMAL ON FOR Awes FA lo=Aeo aYrel O
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US HWY 101 TO KAMILICHE LANE TO NEW GRAVEL RD ON LEFT TO END. F
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SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED W/TH TEST HOLE NUMBERS
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE)FAILURE SOURCE Irorrep.. B.ores)
❑VOLUNTARY LINT. ANCEIP MPING ❑BUILDING PERMIT ❑HOMESALE ❑COMPLAINT ❑OTHER-
INSPECTOR SOIL LOGS COMMENTS)CONDITIONS
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h = sFf' { said
Rz: O- I,jY �G +v bogom of hole
SEILBORES:
V+VERY G=GRAVEU_Y i=SEND L=LCAM A -ML- C---LAY E=EXTP-MELY 3=RCOTS
N WECTORS GNATU RE FATE APPLI CAT)ON SXPIRA TION DATE APPLICATI AT ROVEDSY DOLE
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THIS FORM MAYBE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12 201E
DESIGN FORM-PACE ONE. Assessor's Parcel Number. 3 9 0 7
A design will he reviewed when 3 copies of each of the following are submitted:
v Completed design form that has been signed and dated- ° Scaled hormat sketch, including all applicable items on checklist
• Scaled plot plan, including all applicable items on checklist. °Coss-section sketch, including all applicable items on checklist.
This form may be scanned and available for public view on the Mason County Web site.Mawimiun paper sire: 11"X 17
PARCELIDENTIFICATION
Permit Number: SWG �23'pUS6� Designer's Name: F.ww
Applicant's Name'. %ji-i- An c--rsA Ad %- Designer's Phone Number: 360-753-1226
Mailing Address: -?- n - (\Q�L (fqbQa tv Designer's Address: PO BOX 162
lcUT,,rF1I WA TI.T {$- OLYMPIA WA 99507
City State Zip City Stale Zip
DESIGN PARAMETERS
'Treatment Device
❑ Glendon Bmfltcr ❑ Sand Filter ❑ Moral ❑ Said Lined Drainfield ❑ Recircalating Filar,Type:
❑ Aerobic Cnit MakelModel ❑ Disinfection Unit Make/Model Other,
Drain field Type
❑ Gravity [X Pressure Trench ❑ Bed ❑ Sub Surface Drip
Septic Tank/Drainfield Specifications Laterals
Number of Bedrooms 3 Schedule/Class g�yE I"
Daily Flow:Operating Capacity Z-10 gpd Length ta,.� 61 sft
Daily Flow: Design Flow 3b0 gpd Diameter in
Septic Tank Capacity ( LSD gal Number 3
Receiving Soil Type(1-6) 1� Separation Co ft
Receiving Soil Appl. Rate 0,V i gpiI Orifices
Requited Pronoun Area Uo0 Rs Total Number of Orifices 166 /
Designed Primary Area (p00 Rr Diameter 3If, in
Designed Reserve Area s,00 - ft Spacing 2-( in
"I rench/Bed Width 3 ft Manifold
TreuchBed Length -L30 (/ it Schedule/Class Se4 4O
Elevation Measurements Length l i ft
Original plumped Area Slope /o Diameter Z in
New Slope, If Altered % Preferred manifold configuration used? Q,Yes 0 No
Depth of Excavation UP sloae (2" - in Transport Pipe
from Original Grade Down slope �L, _ in Schedule/Class Se-LL 40
Designed Vertical Separation J'Win Length 3(0 It
Gravelless Chambers Required? ❑ Yes gNo ❑ Optional Diameter 2 in
Pump Required? ❑ Yes 14No Dosing and Pump Chamber
Pump/Siphon Specifications Number ofdoseslday (e
Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity l00 gal
Orifice O D Chamber Capacity ('LSD / gal
Uppermost Orifice 0 Higher ❑ Lower than Pump Shutoff Pump controls: Please check those required.
Capacity G Total Pressure Head B,(Ae gpm/ Wwper (,lapse Meter vent Counter
Calculated Total PAt�e'1- Xds st,e .'F:a 8 If Timer: Pum ov l o 4 ,Pump off
Comment
IAN 0 5 /JI4 'l lJ_
JAN 0 4 2024
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DESIGN FORM-PAGE TR'O Assessor's ParceI N umber:31 H (', :7 '_ur -- LC-1 0 tj-_ �
Perini Number: SWG
DESIGN CHECKLISTS
Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch
Test hole locations El Drainfield orientation and layout Reference depth from original grade:
F� Soil toes Trench/bed dimensions and 9 Septic tank
f� Property lines critical distances within layout Z Drainfield cover
EZ Existingand proposed locations 9 D-Box/Valve box Locatio
Pro P Reference depth from original grade
within 100 ft of property l� Septic tank/pump chamber and restrictive strata:
❑ Measurements to cuts,banks, and locations ❑ Laterals, rench/bed,top and
surface water and critical areas 9 Observation port location bottom
❑ Location and orientation of IZ Clean-out location ❑ Curtain drain collector
curtain drain and all absorption ff Manifold placement ❑ Sand augmentation
components
Ef Orifice placement Other cross-section detail:
fZ Location and dimension of ' Lateral placement with distance Observation ports/clean-outs
primary system and reserve area to edge of bed
❑ Buildings Other Information
El Audible/visual alarm referenced Yes No
E� Direction of slope indicator
9 Scale of drawing shown on scale ff El Design staked out
EZ Waterlines bar ❑ ❑ Recorded Notices attached
F� Roads, easements, driveways, ❑ ❑ Waiverbs) attached
parking ❑ ❑ Pump curve attached
EZ North arrow and scale drawing ❑ ❑ Evaluation of failure
shown on scale bar Non-residential justification
❑ ❑ Waste strength
❑ ❑ Flow
DESIGN APPROVAL
The undersigned designer must be notified by Lgste [time f installation ❑ Yes F�No
l/ / `__1 ILzB- 7- 3
Signature of e tgner Date
The undersigned has reviewed this design on behalf of Mason County Public Health and ei
compliance with state and local on-si gulations: °
Ll BAN o s z...
Environmental Health Specialist lYOJNiyFt, �n
CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONI)MbNc I;AL H:4L?p
✓ The design is stamped "Approved-b Masan County Public Health. �j } 7
✓ The Onsite Sewage Permit has not expired, the Permit Expiration Date is: /L/
✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval.
Please Note: The system must be installed by a certified installer,
unless prior authorization is obtained from Mason County Public Health.
An Installation Fee is required.
This form may be scanned and available for public view on the Mason County Web site.
Updated Date. I>/T2015
PAGE
I
MASON COUNTY HEALTH DEPARTMENT
ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN
SITE#. PARCEL#: 31907-44-00041
DATE SUBMITTE 01/02/24 LEGAL/LOT#: LOT 1
SS 3142
SUBMITTED BY. JIM HUNTER
APPLICANT'. BILL MCTURNAL
ADDRESS'. PO BOX 1768
WESTPORT.WA 98595
I.CALCULATIONS JA y
Nas N 0 2044
NUMBER OF BEDROOMS= 3 '1Y
RESIDENTIAL GPD FLOW= 360 Dory ^'vNi�/ ur_.,_
IF NON-RESIDENTIAL-GPD FLOW
WILL BE AS FOLLOWS.
GPD=
APPLICATION RATE= 0.6 GPD/FT2
REDUCTION =
DRAINFIELD SIZING
ABSORPTION AREA= 600 FT2
TRENCH LENGTH OR BED CONFIG. = 200 FT
II.WATERPROOF SEPTIC TANK
COMPOSITION AND SIZE= 1250 GAL.CONCRETE
NEW OR EXISTING= NEW
III.DRAINFIELD CROSS SECTION
DEPTH TO DRAINROCK BOTTOM= 1'-0"
ROCK DEPTH BELOW PIPE= 0'-9"
SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE
MATERIAL/SEASONAL SATURATION= >2'-0"
FILL DEPTH = 1 -0"
TRENCH WIDTH = 3'-0"
IV.PUMP REQUIREMENT
DOSING VOLUME IN GALLONS= 60
NUMBER OF DOSES PER DAY= 6
V. PRESSURE CALCULATIONS
USING PIPE CLASS 40 ,)
ORIFICE 3/16
PAGE}
LATERAL#1 =
SQUIRT HEIGHT(FT) 2,00
ORIFICE DISCHARGE RATE 0,58618
LATERAL LENGTH IN FEET= 60.00
ORIFICE SPACING= 2 0-
DISTANCE FROM END CAP= p 0^
NUMBER OF HOLES= 30
LATERAL DISCHARGE RATE= 17.585
LATERAL#2=
SQUIRT HEIGHT(FT) 2.00
ORIFICE DISCHARGE RATE = 0-58618 � �� ® �
LATERAL LENGTH IN FEET= 70.00
ORIFICE SPACING= 2.0^
DISTANCE FROM END CAP= 1'0" )AN 0 5 202y
NUMBER OF HOLES= 35
LATERAL DISCHARGE RATE= 20.516
- Lr;e4'TI
LATERAL#3= -"
SQUIRT HEIGHT(FT) 2.00
ORIFICE DISCHARGE RATE= 0,58618
LATERAL LENGTH IN FEET= 70.00
ORIFICE SPACING= 2'0"
DISTANCE FROM END CAP= 1'0"
NUMBER OF HOLES= 35
LATERAL DISCHARGE RATE= 20.516
LENGTH DIAMETER FLOW FRICTION LOSS
SECTION (FT) (IN) (GPM) (FT)
AB 310,00 2.00 58.618 16,679
BC 1.00 2.00 41.033 0.028
CD 5.00 2.00 20,516 0,039
DE 60,00 2,00 20.516 0.463
TOTAL= 17.208
"TOTAL HEAD LOSS "
1)FRICTION LOSS THROUGH SYSTEM= 17.208
2)ELEVATION DIFFERENCE = 0.000
'r
I� 3)RESIDUAL = 2000.
`A
TOTAL= 19,208
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CAPACITY LITERS PER MINUTE
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